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http://dx.doi.org/10.5345/JKIBC.2019.19.5.383

Monitoring on Compressive Strength and Carbonation of Reinforced Concrete Structure with 100% Recycled Aggregate  

Lee, Sang-Yun (Dept. of Architectural Eng., Chungnam National University)
Kim, Gyu-Yong (Dept. of Architectural Eng., Chungnam National University)
Yoon, Min-Ho (Korea Agency for Infrastructure Technology Advancement)
Na, Chul-Sung (Korea Construction Resources Association)
Lee, Sang-Kyu (Dept. of Architectural Eng., Chungnam National University)
Shin, Sung-Gyo (Dowon Engineering & Architects)
Nam, Jeong-Soo (Dept. of Architectural Eng., Chungnam National University)
Publication Information
Journal of the Korea Institute of Building Construction / v.19, no.5, 2019 , pp. 383-389 More about this Journal
Abstract
The supply of natural aggregate for concrete has been difficult, and the amount of construction waste has been continuously increasing. Therefore, the necessity of using recycled aggregate made of construction waste as aggregate is rised. Therefore, many studies on the characteristics of concrete using recycled aggregate have been made and positive studies have been reported mainly in recent studies. A study on the chlorides binding effect of the mortar with recycled coarse aggregate has been reported. However, due to the user's perception of waste, most of the recycled aggregate currently produced is used only for low value-added products. In order to improve the recognition of recycled aggregate and the user's perception of recycled aggregate concrete, long-term monitoring of the structure with 100% recycled aggregate was conducted to confirm the applicability of the recycled aggregate concrete.
Keywords
recycled aggregate; monitoring; mechanical properties; carbonation;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 Ministry of Land, Infrastructure and Transport. Basic plan of aggregate supply and demand(5th). Korea: Ministry of Land, Infrastructure and Transport; 2013 Dec. 25p.
2 Ministry of Environment. Environmental Statistics Yearbook 2014. Seoul (Korea): Ministry of Environment; 2014. p. 287-305.
3 Pedro D, de Brito J, Evangelista L. Influence of the use of recycled concrete aggregates from different sources on structural concrete. Construction and Building Materials. 2014 Nov;71:141-51. https://doi.org/10.1016/j.conbuildmat.2014.08.030   DOI
4 Pedro D, de Brito J, Evangelista L. Performance of concrete made with aggregates recycled from precasting industry waste: Influence of the crushing process. Materials and Structures. 2015 Dec;48(12):3965-78. https://doi.org/10.1617/s11527-014-0456-7   DOI
5 Manzi S, Mazzotti C, Bignozzi MC. Short and long-term behavior of structural concrete with recycled concrete aggregate. Cement and Concrete Composite. 2013 Mar;37:312-8. https://doi.org/10.1016/j.cemconcomp.2013.01.003   DOI
6 Duan ZH, Poon CS. Properties of recycled aggregate concrete made with recycled aggregates with different amounts of old adhered mortars. Materials & Design. 2014 Jun;58:19-29. https://doi.org/10.1016/j.matdes.2014.01.044   DOI
7 Vazquez E, Barra M, Aponte D, Jimenez C, Valls S. Improvement of the durability of concrete with recycled aggregates in chloride exposed environment. Construction and Building Materials. 2014 Sep;67:61-7. https://doi.org/10.1016/j.conbuildmat.2013.11.028   DOI
8 Fenollera M, Miguez JL, Goicoechea I, Lorenzo J. Experimental study on thermal conductivity of self-compacting concrete with recycled aggregate. Materials. 2015 Jul;8(7):4457-78. https://doi.org/10.3390/ma8074457   DOI
9 Ann KY, Moon HY, Kim YB, Ryou J. Durability of recycled aggregate concrete using pozzolanic materials. Waste Management. 2008 Jun;28:993-9. https://doi.org/10.1016/j.wasman.2007.03.003   DOI
10 Lee SY, Yoo JC, Kim GY, Yoon MH, Nam JS, Choi HG. Evaluation on the chloride ion diffusion coefficient of mortar depending on replacement ratio of recycled fine aggregate. Journal of the Korea Institute of Building Construction. 2016 Dec;16(6):479-85.   DOI
11 KS F 2573, Recycled Aggregate for Concrete, Korean Agency for Technology and Standards. 2011.
12 KS F 2403, Standard test method for making and curing concrete specimens, Korean Agency for Technology and Standards, 2014
13 KS F 2418, Standard test method for pulse velocity of concrete specimens, Korean Agency for Technology and Standards, 2014
14 KS F 2596, Standard test method for carbonation depth of concrete specimens, Korean Agency for Technology and Standards. 2014.
15 Model code 2010 first complete draft, CEB-FIP.
16 C-597-83, Standard test method for pulse velocity through concrete, annual book of ASTM.
17 Kang YC. Study on a Derivation of Correction Parameter for Carbonation Prediction Considering Environmental Conditions [master's thesis]. [Anseong (Korea)]: Hankyong National University; 2008. 15-9 p.
18 Kim TG, Hong KM, Baek BR, Woo WH, Hong YS, Cho JR. A Methodology for $CO_2$ Emissions Estimation with Through-Traffic. Journal of Korean Society of Transportation. 2014 Aug;32(4):303-14.   DOI